HomeMy WebLinkAboutEngineered Plans - 2014LOCUS DATA
CURRENT OWNER CAROLE JEAN
ANDERSON &
MIKI CRISCOE
PLAN REFERENCE 249-113
DEED REFERENCE 24605-70
ZONING DISTRICT
R-40
FLOOD ZONE
"X"
ASSESSORS MAP
77
PARCEL
193
OVERLAY DISTRICT
ZONE it
LOT AREA
12,192± S.F.
BENCHMARK
NAIL SET IN
PAVEMENT
ELEV=24.00
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SITE & SEWAGE
REPAIR PLAN
#50
Cil P TSI IN (NEIL ER RD.
IN
YARMOUTH, MASS
DATE: OCTOBER 31, 2014
OWNER/APPLICANT:
BILL & MIKI CRISCOE
50 CAPTAIN WEILER RD.
SOUTH YARMOUTH
(508) 737-0457
SHEET 1 OF 2
PREPARED BY:
EAS SURVEY, INC.
141 RT. 6A
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS.SURVEY@YAHOO.COM
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ria �p BIRD M r
(1� N BATH
r
PUMP, CRUSH AND ' { 126 EMOVE OLR EX. 1,000
REMOVE EXISTING f l D"BOX AND GALLON SEPTIC
LEACHING PIT IN 1 ` LINE j TANK TO REMAIN
ACCORDANCE WITH I ( PROP.
TITLE 5. 1 D–BOX
n! I
PROP:
0 0
\ ,
D �
\
CIV
IVINC
ROOM
WALK
1
WALK
o
1 --- 1
z 10 31
o
11.330
OBS
2 2 ,
1 z 1
N
I D.T.H. #1
BED#1
11 11
I
BED#2
3= '
1
1 3
ae`
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19.6
GARAGE
DINING
KIT.
BA
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0 90 GP o
LOCUS
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.rA�S NOT TO SCALE:
---24
14-0132
BED# L 0 T 424
12,192± S.F.
w 1o,-
--25
4HOf M
LA
il/ 3 'EDWARD
A. rr\a>
x " STONE cwn
r^� No. 28 - 0
clP s G� T ER
O / A
0 N
L 0 T 423
LOT 425
a t a I�eaith Depart
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PR ED F
me Dw
LOT 414
0 20 30 40
1616%6w!!l
GRAPHIC SCALE:
1 INCH = 20 FEET
RAISE COVERS TO WITHIN 6" OF FINISH GRADE
SILL ELEV. 26.53 FINISH GRADE
GRADE ELEV. 25.5 ELEV. 25.7
//A;�'0,C1-///,Cw /� ELEV. 25.5 ELEV. 25.3 _
lL.=24.2!
.02 TOP E
_ ".. 4"PVC7P C SCH 40 7' ®S= 0.01 1 fl
GLLLAK DVH W INV.= L MIN -0 MAA
FLOOR ry INV.= 26.22 23.12 10" TEE 14"TEE INV.=
22.95
/INV.=
GAS BAFFLE 10 DB6
4'-1" LIQUIO LEVEL -BOX
22.81
DATUM: ° ° ° °
EXISTING 1,000 GAL TANK TO REMAIN
VERTICAL DATUM: NAD -88
BENCH MARK USED: NAIL SET IN ROADWAY
ELEVATION 24.00
14-0132-SEP.DWG
SITE & SEWAGE
REPAIR PLAN
#50
CAPTAIN WEIL ER RD.
IN
YARMOUTH, MASS
DATE: OCTOBER 31, 2014
OWNER/APPLICANT:
BILL & MIKI CRISCOE
50 CAPTAIN WEILER RD.
SOUTH YARMOUTH
( 508) 737-0457
SHEET 2 OF 2
PREPARED BY:
EAS SURVEY, INC.
141 RT. 6A
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS.SURVEY@YAHOO.COM
to
(2) OBSERVATION PORTS TO
GRADE / SCREW ON CAP
ELEV. 25.4
5' OF
TION 25.5
(24) QUIK-4 STANDARD INFILTRATORS
INV.- 22.57 4 ROWS OF 6 UNITS
INV.= 22.64 EACH UNIT 34" x 48" x 12"
24.0' --�
11.33'x24.0' LEACHING AREA
IN FIELD CONFIGURATION I ELEV. 16.70
ADJ. G.WATER TH#1
CONSTRUCTION NOTES:
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATERIALS OVER THE SEPTIC TANK IS PROHIBITED.
GENERAL NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
FOR SUBSURFACE DISPOSAL OF SEWERAGE.
2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING
ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY
MUST WITHSTAND H-20 LOADING.
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL UTILITIES PRIOR TO ANY EXCAVATION.
5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE.
6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX.
7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES.
8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT
ELEVATION OF THE OUTLET PIPE.
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND
SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL
BE LEVEL
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW
AND APPROVAL.
13. MAGNETIC TAPE OVER ALL COMPONENTS.
II
N
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a V 21.90
N O
uiui
OBSERVATION PORT(S)
// SCREW
11
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FAIFAI�ill
4
SYSTEM DESIGN
PROPOSED DESIGN FLOW
3 BEDROOMS AT 110 GPB/D a2 GPD
REQUIRED SEPTIC TANK
330 x 2 --= _660 GAL.
EXISTING SEPTIC TANK = --1_000 GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RAE --_<_2 ---- MIN./INCH
LONG TERM APPL. RAE-2-14-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
330 _ 0.74 SF/GPD = 446 S.F. MIN. REQ.
USING 24 QUIK-4 INFILTRATORS CHAMBERS
STONELESS
4.73 SF/LFX(4x24)=454S.F
454 x 0.74 G/SF = 336 GPD
336 GPD PROV > 330 GPD REQ. = 6 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
�-- 2.83'-+- 2.83'-+- 2.83'- -{--- 2.83'--i
�-- 11.33'
SIDE VIEW
GROUNDWATER ADJUSTMENT
DATE OF WELL: 8/14
INDEX WELL: AIW-230
WELL ZONE: B
WELL DEPTH: 23.3
WELL ADJUSTMENT: 1.9
DEPTH OF WATER: 10.5
DEPTH OF ADJ.: 8.6
DTH #1 INDICATES DEEP
TEST HOLE
P-1 �38" PERCATES EST
NO MOTTLING
NO WEEPING
D.T.H. #1 0
DATE: 10/16/14
GROUND ELEV. 25.3
ADJ. GW = 16.7
24.7
23.5
18.8
16.7
14.8
♦m 103" INDICATES ADJ. GROUNDWATER
G= 126" INDICATES OBS. GROUNDWATER 14.3
VARIANCES REQUESTED
NONE:
A
LOAMY SAND
10YR 4/3
8"
B
LOAMY SAND
7.5YR 56
20"
C-1
MEDIUM FINE
SAND
38"
10YR 6/6
78"
C-2
MEDIUM SAND
2.5Y 7/4
103"
126;
Cd -3
FINE LOAMY
SAND
2.5Y 7/2___
132"
B.O.H.
PHIL RENAUD
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
MIKE (RODNEY FISHER)
SOIL TYPE: -1_
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 074 GAL/SF/MIN